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374 NE 100 St (13)• Date PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Shores, Florida 33138 • 305-795-2204 Job Address 37(r J(r /VG /I/(� &- Tax Folio Legal Description Historically Designated: Yes No Master Permit # , ;'� L " S 17 Owner /Lessee/Tene 27' ,/ IDDgI. Contracting Co. /a 4/ L S Owner's Address Q ualifier , v G /.4, Competency # Ins. Co. Estimated Cost (value) $ 1 7 6 14z A vo i d -76' Si _n. cure of Contrac _ r or Own Builder ld -2 —dam Date Notary as to Owner and/or Cond�re dept � ' � '�� Date / CI No s to ontractor o7�Owner B ,:i. 4 , .er Date N My Commission Expires Q /� . mmissio1Expires��, �" •'} r l_tis C . FEES: PERMIT 6o • RADON C.C.F 1 , 4 Cj NOTARY • a 6 BOND (' C APPROVED: / TOTAL DUES P r E111 2( 1) ` ?- 2 -1-7/ """ Zoning Building r Electrical Mechanical Plumbing Structural Engineer Phone: 305 - 795 -2204 Printed: 10 /9/2002 MICHAEL WILSON 305 -893 -1557 870 NE 122ND STREET N. MIAMI, FL 33161 Pay to the order of ° SouthTrust Bankl' . Miami Shores Village 10050 NE 2nd Avenue Applicant: HARRY Owner: DOUKAS JOB ADDRESS: 374 Contractor WILSON, MIKE Local Phone: 305 - 893 -1557 Parcel # 1132060135420 Fees: FEE2002 -5655 FEE2002 -5656 FEE2002 -5657 Permit Status: NE 100 Building Permit Permit Number: BP2002 -1720 DOUKAS HARRY ST Contractor's Address: 870 NE 122 ND Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 3 & E1/2 LOT 4 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $1.20 $5.00 $66.20 Approved Permit Expiration: 4/6/2003 Construction Value: $1,720.00 Total Fees: $66.20 Total Receipts: $0.00 Work: TAKE OFF MIDDLE SECTION OF BUILD UP ROOF, REPLACE W /BASE THREE FIBERGLASS, TOP RUBBER ROID TO CODE If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. (0,e5r/ Of- ` *4frpi- g . is 734 By . / J Dollars Maximum Advantage Banking / For 1:063 L09430': 49 030 6 L 211■ 3447 OZ Date 3 4 47 63- 943/631 BRANCH 89232 e.c.. • dl the equipment or device described in the application herefor in strict compliance with all :e with any plans, drawings, statements or specifications that may have been submitted to k is not done in compliance with such ordinances or if the plans are changed without tractor or builder named above assumes the responsibility for a thorough knowledge of the wings or in the statements or specifications and that he assumes responsibility for work done :r in compliance with all ordinances and regulations pertaining thereto and in strict conformity sores Village. In accepting this permit I assume responisibility for all work done by either BY: BY: BLK 40 LOT SIZE HIGH VELOCIT 1524.1 As it pertains the required roofing 15 of the Florida Bu roofing system instal between the owner a explained. 1. Aesthetics Zone) are for the pu performance standar provisions. Aesthetic be a ssedaspart 2. Renallin enailed in accordant Buil g Code. (The 3. Comm (i.e. townhou owner should notify t 4. Exposed iewcd from below. penetrations of the u opti. of maintainin /// 5. Nutting a °- e water to pond distress and may re exp tancy and perf or�a1 roofing syste L 6.Ovcrfion overloaded from a b overflow scuppers ( accaNenee with the 7. Vcntilati interior of the strut reduced. It may be roof. wner's/Agent's CNOCVNt- nwoLOCALl. hT.y1{l SECTION 1524 HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS to this section, it is the responsibility of the roofing contractor to provide the owner with omit, and to explain to the owner the content of this section_. The provisions of Chapter ding Code, Building govern the minimum requirements and standards of the industry for ations. Additionally, the following items should be addressed as part of the agreement d the contractor. The owner's initial in the adjacent box indicates that the item has been Vorkmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ose of providing that the roofing system meets the wind resistance and water intrusion Aesthetics (appearance) issues are not a consideration with respect to workmanship ssues such as color or architectural appearance, that are not part of a zoning code, should the agreement between the owner and the contractor. Wood Decks: When replacing roofing, the existing wood roof deck may have to be with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida of deck is usually concealed prior to removing the existing roof system). Roofs: Common roofs are those which have no visible delineation between neighboring condominiums, etc.). In buildings with common roofs, the roofing contractor and/or occupants of adjacent units of roofing work to be performed. cllings: Exposed, open beam ceilings arc where the underside of the roof decking can be e owner may wish to maintain the architectural appearance, therefore, roofing nail erside of the decking may not be acceptable. The Florida Building Code provides the his appearance. 'ater: The current roof system and/or deck of the building may not drain well and may ccumulate) in low -lying areas of the roof. Ponding can be an indication of structural ire the review of a professional structural engineer. Ponding may shorten the life mance of the new roofing system. Ponding conditions may not be evident until the is removed. Ponding conditions should be corrected. cuppers (wall outlets): It is required that rainwater flow off so that the roof is not d up of water. Perimeter /edge walls or other roof extensions may block this discharge if +all outlets) are not provided. It may be necessary to install overflow scuppers in ride Building Code, Plumbing. : Most roof structures should have some ability to vent natural airflow through the 1 assembly (the building itself). The existing amount of attic ventilation shall not be ficia] to consider additional venting which can result in extending the service life of the 19-Igis Date Contractor's Sign re • 1; 1 1 1 1 I i- r-- t_1 Section A (General Information) identify dimensions of elevated pre l . ; r .l--r r-- SIB: g VIL Riff:. Ain 21 � i . am mu wi rdsard EAU" Ild rrl - 1 7 1_l 1 1 l I. I - 1 1 r - I 1 I•i - I 1 1 - • 1( 1 i .. - F i.. i.'_1._ _I __j F , . _ i i I I - i -1 • • _ 11 ; i , 7 - f .. , ' '. .f L T... 1 Li_ l _ _ i_4 1 .� ' _1 L H :_ ' I i l l 1 t- � �J -► • UIIV 11111 \UVl1\ •ej V V • V V 1 High Velocity Hurricane Zone Uniform Permit Application Form l Master Permit No. Process No. Contractor's Name � iv Job Address 7f/ /oW /�l/ ,�� ROOF CATEGORY CJ Low Slope D Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 �� ROOF TYPE ❑ New Roof I Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) (2,4 / Z 1,41- s 1. 44- Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly zones and location of parapets. i - H -. ! -t! .j --I_} 1._1 .�. ± -E_ . L L� i-U ...f -_ --_ _i _L. I 1 1 } = _ ..d.-1_1_4_4_H--. L 1 1 E. }I 1 1 I 1, � � „. 1; • ' 1 11 I ' I .-.i.__ .. '� • J . 1 .1_,,.._4,4,_ 1_t II 1'! • . .I..i_ _I 1 ' 3 T F , N • cfp °' — n c m Q P E m 4. Fill in Specific Roof Assembly Components and Identify Manufacturer (If a component is not used, identify as 'NA") System Manufacturer .GAF 'MA'TJ 4I S NOA No.: 027 0<f-08 09 Design Wind Pressures, From RAS 128 or Caloialions: Pmax1: - SZ Pmax — 5 7 7 3 Pmax3: — 131. Max Design Pressure, From the Specific NOA System: — 5 • S Dedc 1 .1 Type: W o C ) Gauge/Thickness: SiA n E -�-�►� Slope: . I" : t 2 Florida Building Code Edition 2002 High Velocity Hurricane Zone UnWorm Permit Application Form. Section C (Low Sloped Roof System) Anchor/Base Sheet & No. of Ply(s): 1-/A Anchor/Base Sheet Fastener/Bondng Material•_ Insulation Base Myer. WA Base Insulation Sze and Thickness: Base Insulation FastenerBonding Material Top Insulation Layer. Top Insulation Size and Thidmess: Top Insulation FastenerBondng Material: V Base Sheet(s) & No. of Pty(s): 47 S Bk% S\te Q ) Base Sheet Fastener/Borng Material: . I ,� ." (z 044 lS wf - cA-S. Ply Sheet(s) & No. of Pty(s): 6 AC Fl 5! (Z ) Ply Sheet FastenerBd onng Material: LLor A SINN- p Top Ply t"i i C - Top Ply Faste r/ Bonding Material: Surfacing: *640_6 Fastener Spacing for Anchor/Base Sheet Attachment Field: 9 • oc Lap, 8 Rows z Q ' oc Perimeter. Z0_2 oc a Lap, / Rows 4 o _L' oc Comer: j' oc O Lap, aX Rows ' oc Number of Fasteners Per Insulation Board Reid Comer Illustrate Components Noted and Details as Applicable: Woodbloddng, Gutter, Edge Temination, Stripping, Flashing, Continuous Cleat, Cant Strip, Base Flashing, Counter- Flashing, Coping, Eta Indicate: Mean Roof Height, Parapet Height, Height of Base Flashing, Component Material, Material Thickness, Fastener Type, Fastener Sparing or Submit Manufacturers Details that Comply with RAS 111 and Chapter 16. \� 3 <„IV- 1 JcG4 s � ,. 26 ' FT. Parapet / Mean Roof Height PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10005 2nd Avenue • Miami Shores, Florida 33138 • 305- 795 -2204 (/ J / Date / " Job Address . /OD S° Tax Folio Legal Description Historically Designated: Yes No Owner /Lessee/Tenet ' 7 Owner's Address . 32c /a Contracting Co. `! Z(.1 ' c Qualifier /W /` SS# State # ( ' (2 7,w / Municipal # Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION: 67f /6 �Q 2d 77'`/ Square Ft. Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR ANY ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for all disciplines. OWNERS AFFIDAVIT: 1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above named contractor to • s the work stated. Signature of ow and//or Condo President itrol }ftirM'rratf W 1.4:0 Notary Q , j Cl/9' /l/ i �d 6fzd My Commission Expires MICHAEL WILSON My Comm Exp. 5/1/0 No. CC 93000 Date ‘&1.7,e Date Master Permit # [ 0 9 9 g Phone 361 75 E55 Address 87a v /dal �6 " .- s i=G Sign re of Contractor or Owner : udder ' J ► //. 1 1 r as to `� ontractor r v . Dat \ y o . ne Bu der B to My Commission Expires) FEES: PERMIT 10 o• RADON C.C.F S. 04 6 NOTARY . 0 D BOND APPROVED: TOTAL DUE 'S_ 6 6 Zonin Building i! / / / � `� Zoning Electrical Mechanical Plumbing Structural Engineer Contractor's Nam A w ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) ❑ (Mortar - Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering epair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft Master Permit No. Exposure category (per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Ft. A Ft. A V Deck type: ATTACHMENT Fastener Type: Field: SPACING Perimeter: Corner: 123.01.78 9/96 DETAIL 1 & 2 Appendix "E" UNIFORM ROOFING PERMIT APPLICATION PROCESS No. Job Address: Page -1 ROOF PLAN Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 4/9/2002 Applicant: HARRY DOUKAS Owner: DOUKAS HARRY JOB ADDRESS: 374 NE 100 ST Contractor MIKE WILSON Local Phone: 305 - 893 -1557 Parcel # 1132060135420 Building Permit Permit Number: BP2002 -708 Contractor's Address: 870 NE 122 ND Page 1 of 1 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOT 3 & E1/2 LOT 4 BLK 40 LOT SIZE Fees: Description Amount FEE2002 -2032 Building Permit Application Fee $60.00 FEE2002 -2033 CCF $0.60 FEE2002 -2034 Notary Fee $5.00 Total Fees: $65.60 Total Fees: $65.60 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 10/6/2002 Construction Value: $640.00 Work: BACK OF THE HOME WOOD ROTTEN TO THE FLASHING OPEN UP AREA & CHANGE NEW ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to Install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. . Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: MICHAEL WILSON 305-893-1557 870 NE 122nd Street N. Miami, FL 33161 Pay to the or denef �/G ✓O L 63- 943/631 �� /t � .E �/' Date BRANCH 89232 ita 6 B1 t i k rust Marshals, s. Advantage Banking For 1:0631094301: 49 030 6120 3603 Dollars r at: 3603 sR 0 HAHW1D 2000 ti pp PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 37 e • I (00.06.i. Tax Folio Legal Description Historically Designated: Yes No Owner/Lessee / Tenant R v� Master Permit # 3 .7‘ Phone ` � 7 C` r ) S 50 � Contracting Co. A Address 31 o g6 / 5 Qualifier A AR � tf. SS# Phone t9 3o ',Q S 51 State # two 013 .' ?AO Municipal # Competency # L' C 7 02OO Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Owner's Address 3 7°y Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING PAVING FENCE SIGN WORK DESCRIPTION — Re- c oo , c CN% 6 A 12.,.._6ecni'tia(rk) Square Ft 85o or on o = resident Date Signature of • .6 Notary as to 0 Rh r and/or Con My Commission Expires: OFFICIAL • ARYSEAL JUDY CATALFINO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC546924 MY COMMISSION EXP. APR. 22,2000 President FEES: PERMIT RADON APPROVED: Zoning Mechanical Date C.C.F. Building � 9/ Rb Estimated Cost (value) qr.() WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. 4/4 fr6 1- /L h t Date Date Signature of Contractor or Owner- Builder Notary as to tractor or er- Builder My Commission Expires: OFFICIAL NOTARY SEAL JUDY CATALFINO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CC546924 MY COMMISSION EXP. APR. 22,2000 NOTARY TOTAL DUE /4 Electrical Plumbing Engineering Job Address: 2y Ii/ e icJL Contractor fi8Crt - Process No. Guide Specification. ) Fasteners: Asphalt: APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Ma, ufacturer's System Ply Sheet(s): • Cap Sheet: ` G .M P. Q S : 033 (7. 06 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Bas ase,Sheet: Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems Pagc -1 ( Note: No insulation system is acceptable under the minimum roof category. ) Job Address: 375/N&)o0,& Contractor Process No. ( Check one of the following) Recover Re- roof: New Construction If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes. attach ASTME907test report. ) Proposed Fastener: (Attach withdrawal resistance lest report. ) Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) THE SYSTEM: • All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: ( Briefly describe ) • ' Insulation: ( Type. size and method of attachment. if applicable ) Base Sheet or Ply: (Type and method 0! attachment) Ply Sheet(s): ( Type and method ojattachment ) Built -Up Applications and Modified Bitumen Systems Page -2 Y / N Y Y --ph • ,Pam.4- )2 ''In ' Job Address: 329,ZefS2a2 Contractor Am, tLZ Process No. Top Ply: (Type and method of attachment ) Surfacing: . ( Type. if applicable ) • Flashing Materials: ( Type and method of attachment ) .. • .......... .............. ...... • • 4 Built-Up Applications and Modified Bitumen Systems Page-3 • 2,2thiLz.k.La1,,2"6 'r Job Address: 37'A( F . //X1N, Contractor Process No. inches inches inches FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) • I/ Surfacing: (Wyly describe, ((oppticohb) op Ply: ,^ Bonding Material: , rc2 t j) ( 102 Ply Sheet(s): Bonding Material: ,, Fastener. e (Paadee w attar ed) Base Sheet: t U 7� 7 S( Bonding Material: NA Abate sheet bonded) Fastener. (if top insulation sayer week attached) Top Insulation Layer. (applicable) BonesngMaterial ta bonded) Fastener. ((Annotation mesh. attached) Insulation: Primer: (((•pplca*kl Built -Up Applications and Modified Bitumen Systems • Page -4 /I. /1r /t4 • /%d ire PI A /V A At A Af A Bonding Material: ((inundation banded) T Vpor Retarder. 1- 11 i � 7 .a (aPPhcab 4 ) ,v4 DECK: pe: Type: (�__ pe: � Gage or Thickness: `�/ r / 6t )` Density. if concrete deck: r Job Address: i .3710/495+ Contractor 4 (3stai1 „ Process No. PERIMETER DETAIL #1: Parapet Wall Detail Coping Cap Gage: Fastener Spacing: o.c. Clip Type: Clip Gage: • ■111111 1 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaden indicating Roofing Component names, dimensions, thicknesses. etc. Include fastener type and spacing used for wood- blocking attachment. • • •g: Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indipating Roofing Component names. dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. PERIMETER DETAIL In: Flashing Detail Built-Up Applications and Modified Bitumen Systems Page-5 • tress: t PERIMETER DETAIL #3: Gravel Stop or Drip Edge 3 Roofing Components which make up Roof n Assembly at Perimeter Edge with Gravel c Drip Edge. Roofing Components names, t leaders indicating nsions, thicknesses, p ing u fOr wood tde fastener type r u n g attachment Gravel Sto p Edg Gage: Fastener J„° Spacing: y� —o. Clip Type Clip Gage: Gutter Type: • Gutter Gage: Fastener Spacing: _ Sketch Roofing Components wh make up Roof S em Assembly at Ynuneter Edge with Gutters Insert leaden indicating Yri Roofing Component names. . dimensions, thicknesses, etc, used for wood- Include fastener type,and spacing blocking attachment. Process No. Contractor • Deck Type: Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 • 1 • Job Address: 325/x,E.A00,6t,, Contractor Ofthitt.. Process No. ..... • • • ........ • • - PERIMETER DETAIL. #5: 'Other Detail Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component name% dimensions, thickesses, etc. Include fastener type and spacing used for wood- blocking attachment 1 26 GAUGE EDGE METAL SBS CAP SHEET • Sketch Roofing Components whicimake up Roof System Assembly at any 'othe? Perimeter Condition which may exisit. - Insert leaders indicating.Roofifig Component 9arnea . dimensions, thickesses, etc.. Include fastener type spacitig used for wood- blocking attachment. t7A,_ *,r) PERIMETER DETAIL #6: 'Other' Detail Built-Up Applications and Modified Bitumen Systems Page-7 ........ Job Address: 379/lit.la,Zi.d, Contractor Agatha Process No. Wert Building and Parapet Heights. ( If no Parapet edits. insert "NIA' ) Also insert applicable information pertaining to the building below. ( See ASCE 7-88 Fact Sheet Attached ) Exposure Category: Classification Category: At Hurricane &confine?: Y . N Basic Wind Speed at Building Location: _JALeb... Building Condition based on % of Openings: • /62 red 4. • GROUND LEVEL. • BUILDING INFORMATION #1 Built-Up Applications and Modified Bitumen Systems Page-8 Job Address: 325/A/Z /Gx$& Contractor A • Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment Also insert variable labeled "a" which indicates perimeter and coma dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7-88 Fact Sheet Attached ) 2 /8' ye Y 5 rrL rat • • (R\P-' • • BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions • Built -Up Applications and Modified Bitumen Systems Page -9 Job Address: 3 70‘it/G?)S+- Contractor _118(a a Fes: Process No. -- FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: , psf Corner Areas: psf Note any limitations: Reviewed Details ?: Notes: y N Built -Up Applications and Modified Bitumen Systems Page -10 Y .Job Address: 37 E/0034- Contractor Process No. • Reviewed Field Test Data ?: Notes: Additional Notes: • • Y N Built -Up Applications and Modified Bitumen Systems Page -11 1 Plan Examiner • • Wayne, NJ 07470 GAF Materials Corporation 1361 Alps Road APPROVED: tfJY 0 4 1995 METROPOLITAN DADE COUNTY, FLORIDA MET IO•DADE FLAGLER DUILDiNG. UUILDINO COVE COMPLIANCE DEPARTMENT SUITE 1609 METR0•UADE FLAOLER BUILDING 140 WEST FLAOLER STREET MIAMI, FLORIDA 33190.1507 • (305) 376.21301 PRODUCT CONTROL NOTICE OF ACCEPTANCE FAX (3053 376.2000 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of Construction, and completely described in the plans, specifications and calculations as submitted by Construction Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Codc Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or material at any tinte•for a jobsitc or manufacturer plant for quality control testing. If product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of such product or material immediately. The Building Codc Compliance Department reserves the right to require testing of this product or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The expense of such testing will be incurred by theNanufacturer. I'RODUCT NO. : ACCEPTANCE NO.: 95- 0330.06 /au1 Rodriguez Product Control Division EXPIRES: NOV 1 n 1991 Supervisor - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Codc Compliance Department and approved by the Building Codc Committee to be used in Dadc Com Florida under the conditions set forth above. arlcs Danger, P.L•., Director V Building Codc Compliance Department Metropolitan Dadc County Category Membrane Roofing System sub- Category, Built -up Roofing Type Modified Bitumen Sub-TX SBS, APP • SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Applicant: GAF Materials Corporation Product Control No.: 95- 0330.06 1361 Alps Road Wayne, NJ 07470 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1997 • System Description • GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products !p smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, copies of which can be obtained from GAF and can be found in the Rubcroid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have bccn extensively tcstcd at Factory Mutual Research Corporation and Undenvriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. Contact: William J. Woodring Director of Technical Services (201) 628 -3000 Raul Rodrigucz Product Control No.: 95- 0330.06 Insulation Types: Fibrous glass Perlite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressure 3 Raul Rodriguez Product Control No.: 95- 0330.06 aterial Design Pres Wood -60 psf Steel -75 psi' Concrete - -248 psf Lightweight Concrete -45 psf Poured Gypsum -45 psf Maximum Fire Classification • Material Classification Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials Directory or other approved testing agency listing directory for Fire Classifications. Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR • Dimensions 1 sq. roll 87 lbs. 3 h sq. roll 93 lb. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll 103 lbs. 1 sq. roll 105 lbs. Ruberoid® 20 1.5 sq. roll Ruberoid® 30 1 sq. roll 92 lbs. Rubcroid® 30 FR 1 sq. roll 92 lbs. Rubcroid® Mop 170 FR 1 sq. roll 103 lbs. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Product Control No.: 95- 0330.06 Test Product Specification Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified.asphalt surfaced with mineral granules. • ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. • ASTM D 5 147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt bast sheet reinforce with a glass fiber mat; ASTM D 5147 Non woven fiberglass mat coatcd with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min • al gr nule / . Raul Rodriguez 4 d Product GAFGLAS Ply 60 GAFGLAS Ply 4 GAFGLAS 1175® GAF Materials Corporation Asphalt • Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WcathcrCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement Dimensions GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 Ib. roll Perforated 3' x 180' 45 Ib. roll 3' x 180' 40 Ib. roll 3' x 108' 75 Ib. roll GAFGLAS® Tx 36' Mineral Surfaced . 76 Ib. roll Cap Sheet Test Specification ASTM D 4897 D 3672 5, 55 gallons ASTM D 41 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom.side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. • ASTM D 2178 Type IV asphalt impregnated glass felt viith asphalt coating. . • ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced %Mith mineral granules. Asphalt concrcte primer used to promote adhesion of asphalt in built -up roofing. 1, 5 gallons ASTM D 2824 Fibercd aluminum coating. 5 gallons 1, 5 gallons Product Control No.: 95- 0330.06 ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wct and dry surfaces. 5 Raul Rodriguez • 7 Product GAF Materials Corporation Jetblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® Isotherm R GAFTEMP® Composite various GAFTEMP® Permalite various GAFTEMP® Fiberboard various GAFTEMP® • High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® # 14 Heavy Duty Roofing Fastener NTB Fasteners various various PA 110 PA 110 PA 110 PA 114 GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3' '2" PA 114 Polypropylene Plates 3" and 3 '/2" PA 114 Test Product Dimensions Specification Description 1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement. 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. PA 110 Polyisocyanurate foam insulation. PA '1 10 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Perlite insulation board. Fiberboard insulation. _ PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalumc stress plates. Round polypropylene stress plates. 6 Product Control No.: 95- 0330.06 Granules for surfacing of exposed asphalt, cold process or emulsion. High density wood fiberboard insulation. Insulation fastener for steel and plywood decks. Raul Rodriguez Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Product Dimensions Specification Description Manufacturer Hy Therm AP various PA 110 Polyisocyanurate foam Apache Products Co. insulation Pyrox various PA 110 Polyisocyanurate foam Apachc Products Co. insulation White Line various PA 110 Polyisocyanurate foam Apache Products Co. insulation ACFoam Composite various PA 110 Polyisocyanurate foam Atlas Energy insulation Products • ACFoam 1 various PA 110 Polyisocyanurate foam Atlas Energy insulation , Products ACFoam 11 various PA 110 Polyisocyanurate foam Atlas Energy insulation Products Hy -Tcc various PA 110 Polyisocyanuratc foyn Cclotcx Corp. •• insulation Hy -Tec 2 various PA 110 Polyisocyanuratc foam Cclotex Corp. insulation Hy -Therm AP various PA 110 Polyisocyanuratc foam Celotex Corp. insulation Hy -Therm White various PA 110 Polyisocyanuratc foam Cclotcx Corp. Line insulation Hy -Therm Pyrox various PA 110 Polyisocyanuratc foam Cclotcx Corp. insulation Encrgy LOk various PA 110 Polyisocyanuratc foam Cclotcx Corp. insulation "fhcrmax various PA 110 Polyisocyanuratc foam Cclotcx Corp. TRI -STAR insulation 7 Raul Rodriguez , Product Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Test Dimensions Specification PA 114 PA 114 Dekfast Lock Plate 3" x 3 1/4" PA 114 Dekfast Fasteners #15 Dekfast Fasteners #I2 TPR ISO 95+ GW various ISO 95+ GL various ISO 95+ Composite 1S0 95+ Asphalt High Density Wood various Fiberboard Pcrlite Insulation various PA 114 PA 114 PA 114 PA 110 I'AI10 PA 110 PA 110 PA 110 PA 110 Product Description Insulation fastener for steel and concrete decks Galvalume hex stress plate. Polypropylene locking plate. Insulation fasteners for concrete decks Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and tectum decks Polyisocyanurate foam insulation Polyisocyanurate foal; insulation Polyisocyanurate foam insulation ASTM D 312 Type 111 or IV hot asphalt gcncric bitumen adhesive Wood fiber insulation board Pcrlite insulation board Raul Rodriguc7 Product Control No.: 95- 0330.06 Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone Polyisocyanurate / perlite Firestone ridged insulation Firestone , gcncric gcncric Product Dimensions Red Rosin various Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Min. 32 ga. x I S Minimum # PA 114 12 various PA 110 PA 121 3" square 3" round PA 11 Barrier Board Plus various PA 110 Test Product Specification Description Product Control No.: 95- 0330.06 Manufacturer Rosin paper for barrier generic layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard 1 PA 121 Asphalt emulsion Georgia- Pacific Aluminum roof coating Grundy Industries .r Grundy lfldustrics PA 114 Insulation fastener steel, ITW Buildcx wood or concrete dcc4 s PA 114 9 Insulation fastener Raul Rodriguez ITW Buildex PA 114 3" square galvalumc AZ55 1TW Buildcx stress plate Polyolefin plastic plate 1TW Buildcx ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak Polyisocyanuratc foam / NRG Barriers, Inc. wood fiber insulation Product Con -Tite (Fluted Nail) E'NRG'Y PSI -25 various Test Product Dimensions Specification Description E'NRG'Y -1 various PA 110 E'NRG'Y -2 Plus various PA 110 E'NRG'Y -1 Plus various PA 110 E'NRG'Y -2 various PA 110 PA 114 Olympic Standard 3" round PA 114 Olympic G2 Plate 3.5" round PA 114 Olympic 3.25" round PA 114 Polypropylene Olympic Fastener PA 114 Olympic C -R PA 114 Base Sheet Fastener and Plate Fiberglas various PA 110 PA 110 Polyisocyanurate foam insulation I0 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Concrete deck insulation fastener 3" round galvalume AZ55 steel plate 3.5" round galvalume AZ55 steel plate. Polypropylene plastic plate Insulation fastener Raul Rodriguez Base sheet fastcncr and platc. Fiber glass roof insulation Product Control No.: 95-0330.06 Manufacturer NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. NRG Barriers, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Olympic Manufacturing Group, Inc. Owcns - Corning Fiberglas Corp. Product Foamglas Board various Multi -Max various PA 110 Polyisocyanurate foam insulation Product Control No.: 95-0330.06 Test Product pimensions Specification Description Manufacturer PA 110 Expanded glass insulation Pittsburgh Corning board. Rmax, Inc. Thermaroof various PA 110 Polyisocyanurate foam / Rmax, Inc. Composite i perlite composite insulation Fes -Core various PA 110 . Polyisocyanurate foam / . Schuller fescoboard insulation . International Inc. Fesco Foam various PA 110 Polyisocyanurate foam / Schuller fescoboard insulation International Inc. UltraGard Gold various PA 110 Polyisocy foam Schuller insulation International Inc. HD Insul -Fixx PA 114 Insulation fastcncr for usc SFS /Stadler Fastener in steel and concrete decks Instil-Fixx Fastener . PA 114 Insulation fastener for steel SFS /Stadler and wood decks Insul -Fixx S 3" square PA 114 3" square galvalumc AZ» SFS /Stadler stress plate lnsul-Fixx P 3" round PA 114 3" round plastic stress plate SFS /Stadler Rawl Drive PA 114 Insulation fastener and steel The Rawlplug and plastic stress plate for Company Inc. concrctc deck Rawl Fastcncrs #12 Rawl Fastcncrs 1/14 PA 114 Insulation fastener for steel The Rawlplug and wood decks Company Inc. PA 114 Insulation fastener for usc The Rawlplug in steel, wood or concrete Company Inc. 1 1 Raul Rodriguez Product Rawl 3" Plate Rawl Spike Rawlite Dimensions 3" round Rawlite 3" Plate 3" round Test Specification PA 114 PA 114 PA 114 PA 114 and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 12 Product Description 3" round galvalume AZ55 steel plate Insulation fastener and steel 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Raul Rodriguez Product Control No.: 95-0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company, Inc. Test Agency Test Identifier Test Name/Report flat Construction Research #4818 Wind Uplift 07/10/87 Laboratory, Inc. Factory Mutual Research Corporation Test Reports J.I.OT4Al.AM Wind Uplift J.I. 1V7AO.AM Wind Uplift 07/16/92 J.I. 1V8A4.AM ! Wind Uplift 06 /28/93 J.1. 1R1A6.AM Wind Uplift 11/15/91 J.I.0T2Q4.AM Wind Uplift 10/17/91 J.I.0Q6A6.AM Wind Uplift 07/16/91 J.1.2M0A4.AM Wind Uplift 03/21%87 J.I. 3X3A2.AM Wind Uplift' • 08/02/94 J.1. 0Y9Q5.AM Wind Uplift 07/29/94 J.I. 3X3A2.AM Wind Uplift 08/02/94 South Florida GAF -53 -X -915 Physical Propertics 03/08/91 Test Service Underwriters R1306 Fire Classification Laboratories, Inc. • Dynatech Engineering, 3600.02.95 Wind Uplift, Small Inc. Scale 13 Raul Rodriguez Product Control No.: 95-0330.06 08/26/92 08/01/94 02/02195 Fastening: Note: PIy Sheet: Membrane: Membrane Type: APP Deck Type 1: Wood, Non - insulated Deck Description: t9 4 2 " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Product Control No.: 95- 0330.06 One ply of GAFGLAS® Ply 4, GAFGLAS® PIy 60, GAFGLAS® #75 or GAFGLAS® Stratavent® (,Vent Ply) for Nailable Decks mechanically fastened as described below: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" o.c. at the sidelap and two staggered rows 12" o.c. centered on the sheet. Ply 4 and Ply 6® applications require sheathing paper over wood decks before application of anchor sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® PIy 6® in type III or IV asphalt at an application rate of 25 lb./sq. ± 15 %. • One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoid® Torch Plus Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. Surfacing: (Optional) Install one of the following: I. GAFGLAS® Mineral Surface Cap Sheet in type 111 or IV asphalt at an application rate of 25 lb./sq. ± 15 %. 2. Karnak 97 or GAF Fibered Aluminum at 1.5 gal. /sq. or GAF WeatherCoat Emulsion at 3 galfsq (for Torch Smooth applications only).. Maximum Design Pressure: -60 psf; see System Limitation #3. Maximum Fire Classification: 'A'; see General Limitation #2. Maximum Slope: 3:12; see General Limitation #3. Specification No.: N- 1-1-TS, N- I- 1 -TSC, N- 1 -1 -TG 40 Raul Rodriguez • Membrane Type: SBS Deck Type 1: Wood, Non - insulated Deck Description: 19 4= " or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Product Control No.: 95-0330.06 One ply of GAFGLAS® PIy 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Pent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4" and fastened with approved roofing nails and tin caps 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. PIy 4 and PIy 6® applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. t 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. t 15 %. (Optional) Install one of the following: I. GAFGLAS® Mineral Surface Cap Sheet in type Iii or IV asphalt at an application rate of 25 Ibfsq. = 15 %. -60 psf. Class 'A'; see General Limitation 42. 3:12; see General Limitation 43. N- I -I -MG, N -1 -I -MGFR, N -1 -I -MGFR, N- 1 -1 -MGP N -1 -2- 20/30, N- 1- 2- 20/30FR, Raul Rodriguez / f 4 I p I • Product Control No.: 95- 0330.06 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 60 is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. 42 r Raul Rodriguez Membrane Type: APP Deck Type 2I: Deck Description: System Type B: Steel, Insulated, New Construction 18 -22 ga. steel Base layer of insulation mechanically fastened, optional top layer adhered with approved asphalt. All General and System Limitations apply. Insulation Base or Top Layer ACFoam -I Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' Minimum: 1.2" x 3' x 4' ACFoam -II Minimum: l' /." x 4' x 4' Minimum: 1' /." x 4' x 4' Minimum: 1'h" x 4' x 4' Minimum: Ph" x4'x4' Minimum: 13" x 4' x 4' Minimum: 1' /" x 4' x 4' ACFoam Composite Minimum: 11/2" x 4' x 4' Minimum: 11/2"x4'x4' Minimum: l'/:" x 4' x 4' Minimum: 11/2" x 3' x 4' Minimum: 11/2" x 3' x 4' Minimum: 11/2" x 3' x 4' Minimum: IV:" x 3' x 4' E'NRG'Y -2, PSI -25 Fastener lnsulfixx S/P Dekfast S Roofgrip S/P Gripdek S/P Olympic S GAFTITE® S lnsulfixx S/P Dekfast S/P Roofgrip S/P Gripdek S/P Olympic S GAFTITE® S Insulfixx S/P Roofgrip S/P Gripdek S/P Insulfixx S/P Dekfast S/P Roofgrip S/P Gripdck S/P Minimum: 1.4" x 3' x 4' Insulfixx S/P Minimum: 1.4" x 3' x 4' Dekfast S Fastening Detail No [ [ [ [ [ [ [3] [ [3] [3] [3] [ [3] [3] [3] Barrier Board Plus, E'NRG'Y -1 Plus, E'NRG'Y -2 Plus [ [ [ [ [3] [3] Raul Rodriguez.. 43 1 • Product Control No.: 95- 0330.06 Fasteners Per Board 6 6 6 6 6 6 8 8 8 8 8 8 8 8 8 6 6 6 6 • Fastener Density • 1:2 ft? 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft. 1:2 ft? 1:2 ft. 1:2 ft' 1:2 ft? 1:2 ft. 1:2 ft. 1:2 ft? 1:2 ft. 1:2 ft? 1:2 ft? 1:2 ft. 1:2 ft.= 1:2 ft.' :2 General Limitations: Product Control No.: 95- 0330.06 1. All asphalt shall comply with ASTM D 312 type I11 or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay /recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilation. Encircling of the strips is not acceptable...A 6" break shall be placed every 12' in each ribbon to allow Cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs.sq.. Note maximum design pressure restrictions on spot attached systems. 5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be perform; d by a Contractor licensed to do rooting work in Dadc County. Contractor shall be familiar with the details and specifications published by the manufacturer. • 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Codc. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Codc. 11. All attachment and sizing of perimeter Hailers and metal profile designs shall conform with Dadc County Protocol PA 111 of the South Florida Building Cpdc. 1 Raul Rodriguez / � l v ` 168 ti • Product Control No.: 95- 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. . 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be! attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 Ibs/sq. f 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to • manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive.. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terniinations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Codc. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel sizc shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tcstcd in compliance with Dade County Protocol PA 105. If the fastcncr values as tested are below 250 Ibf a professional engineer may submit a revised fastcncr spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 Ibf..., • 169 Raul Rodriguez/ 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is below 3001bf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 r Raul Rodrigucz Product Control No.: 95-0330.06 • FROM :ALLIED MIAMI ROOFING SYSTEMS (TGFU)— Continued • Ply ZhaL One or snore Myers of Type 01 GAFGUIS fly 4; t+ot Inr>pp .d in plum. • Msrnbr.ne: "Auberoid Mop FR" (granule). W setia► O at Surfacing pptiensb: GAF Mind Aluminum Costing at 1.1/2 B•V.Q or GAF Emulsion fit 3 gaViQ- • Incline: lR • "e 10. Peck: D15/32 ants. glass trber. 214 In min, leoeysnunte, un- IMu (neon (OptW alk One of soon Myers 1>» in. min, bu 21n• coin thane. per ihe/isocyenunte composite. pe►ute/ur•theM oompeette. phenolic. Sou Shut: One or more byes of Type G2 "GAFGUIS *76 Base Shut; hot t"oppsd or me. r . emetically festensd in piece. g : or '16AFG1J14 Ply d" Mt Pty Sheet One or e+Or. Myers of Type 01 "GAFGLAS Ply mopped M place. M.mbrena: "Rube ►old Torch FR" (commie). Surfacing (Optima()' GAF iibend Aluminum Coating a%1 -1/2 pal/aa or GAF Weather Cost Emulsion st 3 gaVaQ• Incline: 1/2 11. O.ck C -15/32 k[nes, Net Ineulatlen: kvyarunats, 2 in. wan., 'wood fiber, petit. or elm fiber, trey u mopped or Ineehank•IIy intoned In place. Joints off•se1 d in pus phut One or more byre of Type G2 "GAFOLAS *75 Base Sheet". Not mil Ded or toe- Shut fastened M pt• Ply Sheet (O ro vUetrta1 or mom Myers of Typo 01 "GAFGLAS Piy 4" or . 7y S" bet Ply � Daa mopped in place. Membreno: "Ruberbid Torch FR" (granule). '.' Surfacing (Optione1; GAF i bend Aluminum Coaling at 1 -1/2 ge/sq or GAF Weather Coat Emulsion at 3 gsVaq• Incline: 1/2 • 12. Deck: C•15/32 Inrutstlon 100001101): kaeyenurste. Wine or glee fiber, any thickness, hot mopped or mo ehantpatly fastened in place. Joints off i et 6 M. Ssse Sheet One or morn layers of Type 02 "CAFOLAS *75 Bass ibM! .1c! mopped or mil. ttrsnksty fastened In piece. Ph Shoot One a more Myers of Type G 1 *smuts p1 d" or "fie 1. hoe mopped, in Po. W.mbrsn•: "Rubrrold Torch VR' (granule). Surfacing (Optional): GAF fibored Aluminum Costing at 1 -1/2 gel/so or GAF Weather Cgs' EmulsIOn it 3 1a1/IQ. _ Incline: 2 • 13. Dock: NC thickness, Not Insutatten (Options* boeyanunte. wad fiber board. psalm. ptass fiber. any mapped or mech.niatty fastened in plea. Joints oftiet 1 M. Sue Shut; One or more Myers of'Type G2 "GAFGLAS *75 Buse Sant", hot snipped kt • piece• �' or PM i "• Mot Ply Sheet (Optional): One or mom Dyers of Type 01 "GAFGLAS Ply mopped in ptac.. • Membrane: "luberoid Torch FR" lgrsnufe). Surfs& n$ (Optional): "'CAF fibasd Aluminum C oating" of 1 -132 p,Vttq or GAF Mother Cent Emulsion it 3 g,Vaq. • Incline: 1 1t. D.c1: NC • • Insulation (Options% Iseeyanurste, wood fiber board. purllts, gins fiber. any thickness. hot mopped or mechanically fastened in puce. Joints off-et 61 M. ease Sheet: One or mom Sayan 01 "GAFGIAS *75 Base Start". hot mopped in plea• Ply chest (Optbmtk One or more Myers of "GAF GLAS Ply a" or "Ply S" Not mopped In place. • . ... _ • . .Membrane: "RuMtold Tenth FR" ranule). . • • • • _ . •••.� •1luif•el • • •lions AF Waatimr Cost Emutston applied it tiw• WO or GAF rid 7Ltum1•T'. "7' ,. • - /2 g•t/sq. - . . _. ._ • ,pet 15. Deck: C-15 2 1nNlns :112 Insulation tOptIonhty. Perlis.. fiber glass. Meeyerwrete, wetMM. was .YTaefisocyanurete compose Ile or phenolic. Saes Sheet: One or more bum of Type 0.2 or 0.3 base shoot, hot mopped Of met:henkally fastened. Ply Sheet IOpt1Onab: One or more layers of Type G•1. trot mopped In plea. Membrane: `Ruberold Mop FR" (gram's). is. • ec Insulation (Optbns>k Pr>Ute. fiber gran, leocyanurate, urethane. pertho/lsoeyanume tempos• So or phenolic. offset 6 In front (Dints. Sam Sheet Ono or met& byre of type G-2 or G3 bass sheet het mopped o'r ant hentalty Ply Stet (Opdonatk On or moo layers of Time G•1, hot mopped in plea. Membrane: One lays? of "Rut erold torch" (smooth). Membrane: Ora Myer tat Ruberbid Torch fR" (granule).. 17. Deck: NC - Inane: 1 Insulation 10ption l): remits. fitier oleos. wood fiber. Iocyenvrste. methane. portite%isoeyenu• tete composite Of ■hsnOltc. • Sous Shunt Ons Or snore Mvsrs of Type 0-2 or 63 isle sheet hot mopped or uSchsnka1Iy festensd. • ., Ply Shut (OptIonslk Ons or more Were of Type G-1. Not mopped In place. • . Atembt►M: OM Myer of "Aubsrold Mop FR" (granuto) D.ck: NC IlrtCUUhe in , IMYlstIon (Optional); Partite, fiber Plass, wood fiber. kocienwsle, wejhan . per1 / sate composhe or phenolic. ' -. = Saes Sheet $Optlenat): Ons or more byes of type 0-2 or G•3 be.. stet, hot snoppe$$ Or tno• chenicany tenoned. . % . . • Ply Shat (Optlonat): Ora or more brine of Type 0-1. hot mopped In place. • • 4 M.mbrene: One Dyer of Auberold Torch" (smooth). • • • Membrane: OM Myer 0 `Ruberold Torch FR" (granule). • • •• ...rev crtd MAW! ntd PiRDDUCT ...r••• ee•_•_. • TO: APR 7. 1995 c PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address :74 / `l , E J/tO. DE . Tax Folio Legal Description x/19 / Lessee / Tenant lI/I // Q_G �y / 4( IC'.10. D&! L Ka .3 Master Permit ��1 � 7 U Owner's Address _9) 71 f V E ! OCJ . Phone 7, - 2S50 Contracting Co. 4. R.. TY\a. C�-.� 1kt`?Ca�` r cz 1 Qualifier,. /Q ..T1� SS# - . - Phone 88tolQ8C5 State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAIcROOFINAVING FENCE SIGN WORK DESCRIPTION n.c,o. a,23:7 •.) �L ,z , , Tr 75 ,ACt cc- /Y)noi ; -,'e - 0 4 ff lYle, / Nem �.�J � Square Ft. . Estimated Cost(value) et /W. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO - SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT). Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -n actor t. 3. the work stated. res: JUDYCATALFINO NOTAR YPUBLICSTATEOFFLORIDA COMMISSIQN�N NO. C 1 7 * MY CtMMISSION EXP. APR. n,-o Signatu e qq Date: k i k, I� Notary a3 to Owner My Commission Expi or Condo Presi e E : JUDY CATALFINO NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. CCr:13.5L7 COMMFSSION EXP. APB. S FEES: PERMIT RADON C.C.F. Fire Zoning Buildin APPROVED: Mechanical Plumbin& Address Signature� 4 4 Date: IOIIbfl Notary a %' o Contr My Commission Exp 3 to So 1°C \ 35 S44- ontractor or Owner - Builder NOTARY TOTAL DUE Other Electrical Engineering • M • • • • i M DADS METROPOLITAN DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING. • • • • Wayne, NJ 07470 • GAF Materials Corporation 1361 Alps Road BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1003 • METRO -DADE FLAOLER BUILDING 140 WEST FLAOLER STREET MIAMI. FLORIDA 93130.1503 130&J 376.2001 PRODUCT CONTROL NOTICE OE ACCEPTANCE FAX (305) 375•2000 Your application for Product Approval of GAF Materials Corporation Modified Bitumen Roof Systems under - Chapter .8 of the Metropolitan Dade County Code governing the use of Alternate Materials and types of . ; Construction, and completely described in the plans, specifications and calculations as submitted by Construction • r\ Research Laboratory, Inc., Factory Mutual Research Corporation, South Florida Test Service, Underwriters Laboratories, Inc. and Dynatech Engineering, Inc. has been recommended for acceptance by the Building Codc = Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance Department reserves the right to secure a product or rriaterial at any time for a jobsite or manufacturer plant for quality control testing. If product or material fail to perform in the approver/manner, the Code Compliance 1epartment may revoke, modify or suspend the use of such product or material immediately. The Building Code Compliance Department reserves the right to require testing of this product' or material should any amendments to the South Florida Building Codc be enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO.: ACCEPTANCE NO.: 95-0330.06 EXPIRES: 11.E.13_1997 APPROVED: _ tAY 0 4 1995 Glb" i uI Rodriguez Product Control Division Supervisor • • - PLEASE NOTE- TH IS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc County Building Codc Compliance Department and approved by the Building Codc Committee to be used in Dadc Cou •lorida under the conditions set forth above. • larks Danger. P.L•., Director O fr- Building Codc Compliance Department Metropolitan Dadc County Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 years. SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Category; Membrane Roofing System Sub- Category; Built -up Roofing Type; • Modified Bitumen Sub -Type; SBS, APP System Description . Product Control No.: 95- 0330.06 Approval Date: MAY 0 4 1995 Expiration Date: NOV 1 0 1 qq7 GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida arca. - GAF provides warranted systems over various insulated and non - insulated substrates, copics of which can be obtained from GAF and can be found in the Rubcroid Modified Bitumen Application and Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Corporation and Underwriters Laboratories. GAF modified bitumen membranes have been tested in compliance with ASTM D 5147 test requirements. • Contact: William J. Woodring Director of Technical Services (201) 628 -3000 Raul Rodriguez Product Control No. 95-0330.06 • Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop Granule Ruberoid® Mop FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT Dimensinn5 1 sq. roll 87 lbs. '/. sq. roll . 931b. roll 1 sq. roll . 1021b. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. 1 sq. roll • 103 lbs. 1 sq. roll 105 lbs. Ruberoid® 20 1.5 sq. roll Ruberoid® 30 1 sq. roll 92 lbs. Rubcroid® 30 FR 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. Test Specification Raul Rodriguez 4 G. Product Control No.: 95- 0330.06 Product Description ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with . fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5 147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt bast sheet -:inforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coatcd with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with • , fire retardant polymer modified asphalt surfaced with min • al gr nul Product Dimensions GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 691b. roll for Nailable Decks. GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 691b. roll Perforated GAFGLAS Ply 6® 3' x 180' 451b. roll GAFGLAS Ply 4 3' x 180' 401b. roll GAFGLAS #75® 3' x 108' 751b. roll GAFGLAS® 3' x 36' Mineral Surfaced 76 Ib. roll Cap Sheet GAF Materials Corporation Asphalt • Concrete Primer GAF Materials Corporation Fibered Aluminum 5.55 gallons 1.5 gallons GAF Materials 5 gallons -_ Corporation - WcathcrCoat® Emulsion GAF Materials 1.5 gallons Corporation Jetblak All Weather Plastic Cement Test Specification ASTM D 4897 D3672 ASTM D 4897 D 3672 Product Control No.: 95-0330.06 Product Description Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coaling. Fiber glass base sheet impregnated and coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTM D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet.' ASTM D 3909 Asphalt coated; glass fiber mat cap sheet surfaced with mineral granules. ASTM D 41 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM D 2824 Fibcrcd aluminum coating. ASTM 1227 Surface coating for smooth surfaced roo fs. ASTM D 3019 Relined asphalt blended with a mineral ASTM D 3409 stabilizer and fibers. Permits adhesion to wct and dry surfaces. Raul Rodriguez • • product Dekfast Fasteners #14 Dekfast Hex Plate 2 7/8" x 3 1/4" Dekfast Lock Plate 3" x 3 1/4" PA 114 Polypropylene locking plate. Dekfast Fasteners #15 • Dekfast Fasteners #12 TPR ISO 95+ GW various ISO 95+ GL various PA 110 ISO 95+ Composite PA 110 1SO 95+ •PA 110 Asphalt High Density Wood various Fiberboard Pcrlitc Insulation various Test Product Dimensions Specification Description PA 114 Insulation fastener for steel and concrete decks PA 114 Galvalume hex stress plate. PA 114 Insulation fasteners for concrete decks - PA 114 PA 114 PA110 • PA 110 • ' Insulation fastener for steel and wood decks. Aluminum fastener for lightweight, gypsum and rectum decks Polyisocyanurate foam insulation Polyisocyanurate foam Firestone insulation Polyisocyanurate / perlite Firestone ridged insulation . Polyisocyanurate foam insulation ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive Wood fiber insulation board PA 110 Pcrlitc insulation board Product Control No.: 95-0330.06 • Manufacturer Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Construction Fasteners, Inc. Creative Construction Components Firestone Firestone gcncric gcncric 4 : /2 Raul Rodnguc7 J s f/ 1 Product Red Rosin Roofing Nails Tin Caps Type X Gypsum various Sturdi -Top various al MB aluminum roof coating Grundy Industrial Emulsion Si 14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Barrier Board Plus various Dimensions Specification Description various Rosin paper for barrier. generic layer on wood decks Minimum # PA 114 12 Min. 32 ga. x 1'4" Test Product PA 110 • Wood fiberboard PA 1 PA 121 PA 114 3" round - • PA 114 9 Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant ratedgypsum generic Aluminum roof coating Grundy Industries Asphalt emulsion - Product Control No.: 95- 0330.06 • Manufacturer Georgia - Pacific Grundy Industries Insulation fastener stccf, • ITW Buildex wood or concrete decks PA 114 Insulation fastener ITW Buildex 3" square PA 114 3" square galvatumc AZSS ITW Buildex .stress plate Polyolcfin plastic plate ITW Buildex ASTM D.2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak PA 110 Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation Raul Itodrigucx 1 ;t '1 Membrane Type: APP Deck Type 1: Wood, Non - insulated Deck Description: ' 7 or greater plywood or wood plank decks System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Maximum Design Pressure: -60 psf;.see System Limitation 1/3. Maximum Fire Classification: 'A'; see General Limitation 112. Maximum Slope: 3:12; sec General Limitation 113. Specification No.: N-1-1-TS, N- 1 -1 TSC, N -1 -1 TG One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, GAFGLAS® #75 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Fastening: Lap base sheet 4" and attach to the wood deck with approved nails and tin caps 9" _ o.c. at the sidelap and two staggeredrows 12" c.c. centered on the sheet.. . • - _ t Note: Ply 4 and Ply 6® applications require sheathing paper over wood decks before application ofanchorsheet. • Ply Sheet: (Optional) One, two or three plies of GAFGLAS® Ply 4 or GAFGLAS® Ply 6® in type 1I1 or IV asphalt at an application rate of 25 lbfsq. f 15 %. Membrane: One ply of Ruberoid® Torch Smooth, Ruberoid® Torch Granule, Ruberoide Torch Pius Granule or Ruberoid® Torch FR torch applied according to manufacturer's application instructions. • Surfacing: (Optional) Install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type 111 or IV asphalt at an application rate of 25 IbJsq. ± 15 %. 2. Karnak 97 or GAF Fibered Aluminum at 1.5 gal/sq. or GAF WeatherCoat Emulsion at 3 galJsq (for Torch Smooth applications only).. 40 Raul Rodriguez Product Control No.: 95- 0330.06 Membrane Type: SBS Deck Type 1: Deck Description: System Typc E: All General and System Limitations apply. Base Sheet: Fastening: Note: Ply Sheet: Membrane: Surfacing: Maximum Design Pressure: Maximum Fire Classification: Maximum Slope: Specification No.: Wood, Non - insulated "4 or greater plywood or wood plank decks Base sheet mechanically fastened. Product Control No.: 95 One ply of GAFGLAS® Ply 4, GAFGLAS® Ply 6®, GAFGLAS® 4175 or GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks mechanically fastened as described below: Base sheet shall be lapped 4 "and fastened with approved roofing nails and tin caps :. . 9" o.c. in the lap and two rows staggered in the center of the sheet 12" o.c.. Ply 4 and Ply 6 ®. applications require sheathing paper over the wood deck before application of base sheet. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6® or a single ply of Ruberoid® 20 in type 111 or IV asphalt at an application rate of 25 IbJsq. f 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop Plus Granule or Ruberoid® Mop FR in type!!! �r 1V asphalt at an application rate of 25 Ibfsq. f 15 %. (Optional) install one of the following: 1. GAFGLAS® Mineral Surface Cap Sheet in type 111 or IV asphalt at an application rate of 25 lb/sq.= 15 %. -60 psf. Class 'A'; see General Limitation #2. 3:12; see General Limitation N3. N- 1 -1 -MG, N- 1- 1 -MGFR, N -1 -1 -MGFR, N-1-2-20!30, N -1 -2 20/30FR, N- 1 -1 -MGP 41 Raul Rodrigucz j i i = - ✓ ✓ i v • • Product Control No.: 95-0330.06 Wood Deck System Limitations: 1. A red rosin sheet shall be installed on all wood plank decks to eliminate asphalt seepage and bonding of base sheet to wood plank deck. A red rosin sheet may also be installed on plywood decks as an option. A red rosin sheet is required on all applications where Ply 4® or Ply 6® is used as an anchor sheet. 2. Pre - assembled 'Cap Nail' shall not be used for base sheet attachment. 3. Fasten anchor sheet 9" at the lap and 18" in two staggered rows centered on the sheet. Approved to -45 psf. 4. See PA 117 for extrapolation of data for higher design pressures. 42 Raul Rodriguez �P/ • • • • • General Limitations: Product Control No.: 95-0330.06 1. All asphalt shall comply with ASTM D 312 type III or type IV requirements. All proposed asphalt producers must be approved by the applicant. 2. Fire ratings are determined by a combination of slope, deck type and assembly. Refer to current Underwriters Laboratories Roofing Materials Directory or other fire testing data listed by an approved listing laboratory agency. Fire ratings shall be in compliance with Sections 3401.5 and 3401.6 of the South Florida Building Code. 3. Maximum slope range shall vary for each system; consult current Underwriters Laboratories Roofing Materials Directory and manufacturer's specifications for compliance with design criteria for each project. 4. An overlay/recovery board insulation panel is required on all applications over closed cell foam insulations when the base sheet is fully mopped. If no recovery board is used the base sheet may be applied using spot mopping with approved asphalt, 12" diameter circles, 24" o.c.; or strip or spot mopped 8" ribbons in three rows, one at each sidelap and one down the center of the sheet allowing a continuous area of ventilationi. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbssq.. Note maximum design pressure restrictions on spot attached systems. .5. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. 6. All work shall be performed by a Contractor licensed to do roofing work in Dadc County. Contractor shall be familiar with the details and specifications published by the manufacturer. 7. In re- roofing applications, moisture content in an existing built -up roof must be in compliance with Section 3401.9(c) of the South Florida Building Codc. 8. Prior to application, all existing roof surfaces used as a bonding substrate shall be tested for uplift resistance in compliance with Dade County Protocol PA 124 to the calculated design pressure of the roof deck. 9. If required, any Factory Mutual Approved vapor barrier in conjunction with proprietary or approved adhesives may be used prior to the application of the insulation layer. - 10. Perimeter and corner areas shall have an increase in fastener density for both insulation and base sheet in compliance with Dade County Protocol PA 117 of the South Florida Building Codc. . 11. All attachment and sizing of perimeter mailers and metal profile designs shall conform with Dade County Protocol PA•111 of the South Florida Building C dc. ` p t ` �,( Raul Rodriguez L 1/� / a - 16S s : Corporation requirements. Product Control No.: 95 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section 11 Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. . 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliarice.with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 Ibs/sq. 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to • manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces suck as mechanical termination at wood blocking, bead and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section 11 Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 19. All standard panel sizes arc acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 Ibf as tcstcd in compliance with Dade County Protocol PA 105. If the fastcncr values as tcstcd are below 250 Ibf a professional engineer may submit a revised fastcncr spacing utilizing the withdrawal resistance value taken from Dadc County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than 90 lbf. • - • Raul Rodriguez/ . ' • 169 1 • . • fig 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic force (F') of 300 lbf. as tested in compliance with PA 105. if F as field tested, is below 3001bf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Ruberoid® products. 23. In addition to the requirements of this Pr84uct Control Approval and the South Florida Building Code, applicator shall follow The manufacturer's specifications. 170 Raul Rodriguez . Product Control No.: 95-0330.06 • FROM:ALLIED MIAMI TO: 1• MV• . - -. • ROOFING SYSTEMS (TGFU)— Continued Ply Sheet One or more Ioyete of Type 01 "GAFGLAS Pty 4 ", it mopped In pt■Cb. . Z Membmna: "Ruberoid Mop FR" (granule). • Surfacing (Optional): GAF Flbsred Aluminum Costing et 1-1/2 gel/e0 or GAF Weather Coat Emulsion et 3 ps1 /aq• incline: 1/2 - W. Pack: C.16/32 Insulation (Optional): One or more level/ indite, glass fiber, 3/4 , a ocy 1 /Z t * . thane. perthe /uocyenurate composite, perilte /ureth&M com;foefte, Phenolic. , hetw In Bose Slot: One or more layers of Type 02 "GAFGLAS #76 Base Sheet ", hot mopped or me c• . chentcatly fastened In piece. 01 "GAFGLAS Ply 4 : er "GAFGLAS Phi B" hot Ply Sheet One or more layers of Type mopped in piece. Membrane: "Ruberold Torch FR" (granule). . • Surfacing (Optional): GAL' Nimrod Aluminum Coating at ll -1/2 gsV &Q or GAF Weather Cost Emulsion et 3 osVsp• incline: 1/2 11. Dock C -15/32 Ineutatlen: Iscyanurate, 2 in. min., 'wood fiber, perlite or gloss fiber, any *McEntee, hilt mopped or mechanically fastened In place. Joints offset 6 In. Same Sheet One or more layers of Type 02 "GAFGLAS #7 Base Sheet ". hot mopped er me- chenkelly fastened in place. Ply Sheet (Optional): One or more layers of Type G1 "GAFGLAS Ply 4" or "Ply S" hot mopped in place. Membrane: "Ruboretd Torch FR" (granule). Surfacing (Optionatt. GAF Fibered Aluminum Coating at 1 -1/2 pit /sq of GAF Weather Coot Ernutston at 3 gal/s4• Incline: 1/2 ln*u 12. Dock: C•15 /32 perlite or gloss fiber, any thickness, hot mopped or me- Ineulvtton (Option,* lsocyanur&ts. Pe ohenlcally fastened in place. Joints off•tet 6 In. Baas Sheet: One or more layers of Type G2 "GAFOLAS :*75 Base Sheet". hot mopped or me. • tnenic&tfy fastened In place. m t ats. Ph Sheet One or mare layers of Type G1 "GAFGLAS Ply 4" or "Ply B•', hot mopped. ' p Membrane: " Ruberoid Torch FR" (grenuto). Surfacing (Option$t): GAF Fibered Aluminum Coating s.t 1 -1/2 gel/sq or GAF Weather Ctat Emulsion It 3 get /a4• - Incline: T 13. Deck: NC insulation (Optionetk Ieoeyanurete. wood fiber board. partite, pests fiber. any thickness. hot mopped or mechanically fastened in place. Joints offset 6 in. Save Sheet: One or snore layers of Type G2 "GAFGLAS #76 Bate Sheet ", hot mopped to Piece- Ply Sheet (Optional): One or more layers of Type 01 "GAFGLAS Ply 4" or "Ply S "• hot mopped In place. • Membrane: "Ruberoid Torch FR" (g►enulo). . Surfacing (Optional): "GAF Fibered Aluminum Coating" et 1.1/2 geVsq or GAF Weather Cost Emulsion at 3 gel /sq. Incline: 1 14. Deck: NC Insulation (Optional} lsocyanurete, wood fiber board, poi gloss fiber. any thickness. hot mopped or mechanically fastened in piece. Joints off-et 6 in. in ghee. Pees Sheet: One or more leyere of "GAFGLAS # Base Sheet ", hot mopped Ply Sheet (Option,* One or more tcyere of "GAF GLAS Ply 4•' or "Ply 8" het mopped In piece. .Memhrana:'Ruberold Torch FR" (granule). . *.urfaeing (Optlonal}, Weather Coat Emulsion :spoiled it 9 iethq or GAf.Ftbo t d AIurni- ' "• — '•• hum Coating at 1.1/2 goVt4• !rat ins: 1/2 15. Deck: C-15/32 Insulation (Options* Perlits, fiber glass, lsocyenurate, urethene, perliter&ol:yenurete compos- Ite or phenolic. Bese &heat: One or more layers of Type G4 or 04 base sheet, hot mopped or mechenlcetly fastened. Ply Shoat (Optional): One or more layers of Type G -1. hot mopped In piece. Membrane: "Ruberold Mop FR" (granule). Incline: 1/2 16. Deck: C -15/32 Insulation (Option,* Pe►1ho, fiber plans. Isocyanurate, urethene, perttto/Isoeyanurate compos- ite or phenolic, oflaet 8 in. lrom )01nte. Base Sheet: Ono or mere toyer &.a1 Type G-2 or G3 bus chest, hot mopped or mechanically featenod. . . •• • Ply Sheet (Optimal): One or more layers of Type G hot mopped in place. . _ Membrane: One layer of •'Ruberoid Torch" (smooth). . Membrene:One loyal of "Ruberoid Torch FR" (prenute) • . 17. Deck: NC Incline: 1 Insutetton (Optional): Parlite, fiber glass. wood fiber, fitment/rate. urethane, perlitaiisoeyanu- rate composite or phenolic, Base Sheet One er more Layers of Type 04 or 6-3 base sheet, hot mopped or mechanically • fastened. • • Ply Sheet tOptionalk One er more layer' of Type G hot mopped In place. Membreno: One foyer of "Ruberold Mop FR" (granule). 1D Peck: NC Inclihe; 1/2 . • Insulation (Optional): refute, fiber glass, wood fiber, Isoeyenurete, violent.. pertlte/tsovyanu. rate composite or phenolic, Base Sheet (Optional): One or more layer& of type 63 or G3 base sheet, hot rrmoppos or ms• chenlcatty fastened. Ply Shoat (Optional): One or more layers of Type 6-1. hot mopped In piece. • • Membrane One layer of "Ruberold Torch" (smooth). Membrane: One layer of "Ruberold Torch FR" Colonel.). • .. • LOOK FOR MARK ON PRODUCT APR 7. 1995 Job Address: 3714 � •)Dt r7L Contractor LYE .. Process No. APPENDIX 'E' GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT -UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS Boa 5 ,A.A �...�.�.`.. Q5 : Duo • cXn ( Note: If a minimum roof system is to be applied, describe all components within the system and list tht manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified )Bitumen Systems Page -1 4 1 Job Address: 2 /,1 /4 , .) a, Contractor A . lf') Process No. (Check one of the following) Recover Re -roof: If a recover, is the existing Roof System Assembly to be used as a bonding substrate ?: If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to the substrate ?: (If yes, attach ASTM E907 test report. ) Proposed Fastener: THE SYSTEM: New Construction Y xN (Attach withdrawal resistance lest report. ) Has the deck been examined for moisture ?: Y N (Provide data confirming compliance with Section 3401.9(c) . ) All Roof System Assemblies in the Product Approval• have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Deck: (Briefly describe ) ' Insulation: ( Type, size and method of attachment, if applicable ) Base Sheet or Ply: ( Type and method of attachment ) mac{ _ 5 / . Loo rl� \off ?fv Co w Ply Sheet(s): ( Type and method of gllachment ) Built -Up Applications and Modified Bitumen Systems Page -2 x , Job Address: 7d-jiNfE/C100, Contractor Process No. Top Ply: (Type and method of attachment ) Surfacing: ( Type, if applicable ) • Flashing Materials: (Type and method of attachment ) Page-3 aNainitaA (ksk mi nITAS Built-Up Applications and Modified Bitumen Systems a T inches inches 1 inches Job Address: 97A a1 b7)Q . Contractor �'M � `� Process No. FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N /A ".) 1 • • tig � r Surfacing: ( 4/applicable briefly describe. ) Ply Sheet(s): Af/ 14 Al Bending Material: / `t / /1- n Fastener: f d? 11 I -ve `- }- ( Oast sheet weds aloe ed Bus Sheet: "7. Bonin Material: 14 ff ( � / basde selbonded) 1' asteher: ( (flop ituula"on layer mech. attached) I 7op Insulation Layer: (fapp ' Fastener: (ii,wlation mech. attached) Insulation: �— PECK Type: Bonding Material: insulation layer bonded ) Bonding Material: ( (insulation bonded) Vapor Retarder: ^ ((f applicable ) Primer: ( (fapphcab4) Gage or Thickness: Built -Up Applications and Modified Bitumen Systems Page -4 • • A I lA AT I N j i4 5 1? Density, if concrete deck: Job Address: 3?y,4EED,c,C. Contractor 11.8 I)(a.Ltsa0 Process No. Coping Cap Gage: Fastener Spacing: _ o.c. Clip Type: Clip Gage: PERIMETER DETAIL #1: Parapet Wall Detail Deck Type: PERIMETER DETAIL #2: Flashing Detail Built -Up Applications and Modified Bi tumen Systems Page -5 Sk etch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Sketch Roofing Components which make up Roof System Assembly at Perimeter Areas to be Flashed. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Job Address: 37 E I Contractor ,4_ 8. fta,t'_�_✓ Process No. Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gravel Stop or Drip Edge. Insert leaders indicating Roofing Components names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. . Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood - blocking attachment. Gutter Type: Gutter Gage: Fastener Spacing: PERIMETER DETAIL #3: Gravel Stop or Drip Edge Gravel Stop/Drip Edge Gage: / Fastener Spacing: tp o.c. Clip Type: Clip Gage: ff Deck Type: C> a_ Deck Type: PERIMETER DETAIL #4: Gutter Detail Built -Up Applications and Modified Bitumen Systems Page -6 Eff\ Job Address: 374"1 I" ) DO .o.e Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may exisit. Insert leaders indicating Roofing Component names, dimensions, thickesses, etc. Include fastener type and spacing used for wood - blocking attachment. Contractor KJ ,c" rr,o� -t,' Process No. PERIMETER DETAIL 115: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified Bitumen Systems Page -7 1 • Job Address: 37 4 / ? E l t5n •,==A- Insert Building and Parapet Heights. ( If no Parapet exists, Insert N /A ") Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached ) Exposure Category: Classification Category: .0 At Hurricane Oceanline ?: _ Y N Basic Wind Speed at I IO mah Building Location: Building Condition based on % of Openings: GROUND LEVEL Contractor BUILDING INFORMATION #1 Process No. Built -Up Applications and Modified Bitumen Systems Page -8 Job Address: 3741rJe. Loo ,off Contractor /V.8 Process No. Sketch Roof Plan indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment Also insert variable labeled "a" which indicates perimeter and comer dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached ) O 9 a � 4 o BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 - - Job Address: ,3)yNE/oos-i- -- FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: psf Perimeter Areas: psf Corner Areas: psf Note any limitations: Contractor q (3 r + =' Process No. Reviewed Details ?: Notes: ` Built -Up Applications and Modified Bitumen Systems Page -10 Job Address: 374'n(E l DDo Contractor Process No. Reviewed Field Test Data ?: Y Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Additional Notes: Plan Examiner Owner's Name and Address Registered Architect and /or Engineer New Building Remodeling To be constructed of Kind of foundation Estimate Total cost of improvements $ — 7 1 .Xu4? be sent t o .. Permit No.. Disapproved (Signed) Building Inspector Chairman Member Member .. Council Approved Date NUTE: A charge of $1.00 will be made for the Planning Hoard. A rc•in•pectiun fce of $1.00 will be charged materials anti /or workinanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for t approval of the detailed statement to the plans and specifications herewith submitted for the build inc or other structure herein described. This applicatio is made in compliance and conformity with the Building Ordinance of Miami Village, Florida. and all provisi of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and uil regulations of the thudding Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications nsust be kept at building during progress of the work. Date c\ 3) 4 ! ee\\ al. jc s t : ••..•_. No. »._ ............._. Street__ — M _.._» nn •• •I•••11, Ig1111„ • 1, IMR• „ N 1,,,4M !11 Name and address of licensed c o n t r a c t o r . ... 1 A.4�� 1 .-1. ... :_.. fir.. U _. ‘A. /s1 �� 113 Location and Icg,Vl d ascription of lot to be uilt on: p o . Lot JJ ` .1 Block a Subdivision 7. 4f ». //' !' ,��y �J. -°.D < AY' ✓1' Y Street and Number wheru work is to be done 3.74 ∎\∎..e . L ». ._. /`, � Stato work to be done and purpose of building (by floors) u.-S ;. .,.........>V4.11�►li. ?= k _.. »_... ............. _ ......•......_ .............. ». . »_...__...» and for no other purpose. Date Addition Repairs ............. Roof Covering .1.A1 .. ... 4C'.. 41?% . a `!ll_ -- of Permit $ Plan Cubage Size of Building Lot Zone cubage required Distance .to next newest building Maximum live load to be borne by each floor I hereby ubmit all the plans n dp spe for said building. All notices with reference to the building and its construction may NY N The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Pennanent Supplement. and has cnmplicd .►itli the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in tl:c work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. �(�� Rem•uks..._ (Signed) ` »151. 70200 Red, Swcyn to an ubscri Notary Public, State My Commiuion Expires...l _.�f PLANNING BOARD .DATE Mcmb.cr �_.__ »..» Member ......._....»..._ Member ...._ »..... ».__ lab( 19. 10 No. of Stories STATE OF FLORIDA, COUNTY OF DADE. i sa' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared _....to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the sane, and that all facts therein• by him stated are true. . / 7J _ Date... /...e//.1M Disapproved Date making corrections or changes to this application after approval has been obtained frnn when such re- inspection is made necessary by Improper notice for inspertinsi or faulty MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Villap shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Street and Number where work is to be done State work to be. peared e and purpose of b ld (by floors) J3V �. Estimat ota c s p — Distance to next nearest building Disapproved y t Date (Signed) Building Inspector j /OO 2 . .1 Date..._...._.�G_. _°... _... ^iy _... ,19 Ovmer s Name and Address 0 /7�'� ._ t' No J Street_ Registered Architect and /or Engineer ___ •.__,__I___-+_-__T •_______ _ . Name and address of licensed contractor . v 6$ /PQ (T:s- ' Location and legal description of lot to be built on: Lot Block Subdivision r .2 d1 and for no other purpose. New Building Remodeling Addition ' Repairs No. of Stories To be constructed of Kind off ndation Roof Covering cd T 1 o t of rm rovements $ Notary Public, State of Florida Amount of Permit �. Zone cubage required plan Cubage Size of Buildir g Lot My Commission Expires Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the - Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such Wit: notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performe under this permit, as are licensed by Miami Shores Village. , Remarks (Signed STATE OF FLORIDA, COUNTY OF DADE. Ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the. of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. � Permit No.._.... 1 71 3 / Date - 2 Read, Sworn to and Subscribed before me. PL NING BOARD DATE Chairman Member ... Member Member Member ...... Member - - - - - -- Council Approved Date Disapproval Date NOTE: A charge of $1.00 will be made for making corrections or changes ':o this application after approval has been obtained from the Planning Board. A re in >pcction fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade for the approval of the detailed statement of the plans and specifications herewith submitted far the build- ing or other structure herein described. This application is made in compliance a 'id conformity with the Building Ordinance of Miami Shores Village, Florida. and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the iuilding Division of Miami Shores Village shall be complied wish, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Al) Date.. L. L y. y.....--- ._ _ .� _ ......._..... • , 19.13 Owner's Name and Address A' A ? T t 4 .......... ..» No.. ! q ...... street-4(6 �._ Registered Architect and /or Engineer Name and address of licensed contr. tctor... 5..... .._. . . _ -_.. • 3 4 iv/ . e 5, Ai, -.i ' C /j2` - Zi Location and legal description of lot to be built on: Lot Block Subdivision / Street and Number where work is to be done _1.. ___!. CI ST— State wo�r` to be done and p o of building (by41 rs) 6' - q e 'fit- ¥ f%. ' t I hereby submit all the plans and spggificatio be sent to... `74V1c . Chairman Member Member ...... �..._._...__._..._._ - --_ - • Council Approved Date PLANNING t OARD DATE and for no other purpose. New Building ✓� Remodeling Addition Repairs No. of Stories To be constructed -of Kind o_ff found ® Roof Covering Estimated Total cost of improvements $ e� 7 Amount of Permit S� Zone cubage required plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor skid building. All notices with reference to the building and its construction may The tinc applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Snp element, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks ( Signed)(, `�_`'1� . ��' ^ �'� ✓� feY�C STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No.._...._ E .. Date . ' 2----7' Read, Sworn to and Subscribed before me. Disapproved 'r. e (Signed) Building I ctor My Commission Expires Notary Public, State of Florida Member Member _. _..._ Member ..._ �_._..__. Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of 31.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the Mans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address._ STATE OF FLORIDA, COUNTY OF DADE. ss. Registered Architect and /or Engineer Name and address of licensed contractor Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done t Date State work to be done and purpose of building (by floors)__. , r7 - VA/ No and for no other purpose. New Building Remodeling Addition Repairs ' No. of Stories To be constructed of Kind of out► atipn Roof Covering Estimated Total cost of improvements $ Amount of Permit $ Zone cubage required _Plan Cubage Distance to next nearest building.._. Size of Builcing Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5968, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is th of the above described constructi n, that he has carefully read the oregoing application, and that he did sign the same, and that all facts therein by him state are Permit No T Dat6 Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida (Signed) Building Inspector My Con' mission Expires PLANNING BOARD DATE Chairman Member Member Member Member ..... _ _ Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship.